首页 | 本学科首页   官方微博 | 高级检索  
     

圆锥形变截面梁单元的刚度矩阵
引用本文:徐光文.圆锥形变截面梁单元的刚度矩阵[J].天津城市建设学院学报,1999,5(1):15-18.
作者姓名:徐光文
作者单位:土木工程系
摘    要:对圆锥形变截面梁单元进行了分析,采用有理函数的位移模式,利用虚位移原理,推导出该变截面梁单元的刚度矩阵.

关 键 词:变截面梁,位移模式,有理函数,刚度矩阵

STIFFNESS MATRIX OF TAPER BEAM ELEMENT WITH VARIABLE CIRCLE SECTION
Xu Guangwen.STIFFNESS MATRIX OF TAPER BEAM ELEMENT WITH VARIABLE CIRCLE SECTION[J].Journal of Tianjin Institute of Urban Construction,1999,5(1):15-18.
Authors:Xu Guangwen
Affiliation:Dept. of Civil Engineering
Abstract:In this paper, taper beam element with variable circle section is analyzed.Rational function is employed for representing displacement model. The element stiffness matrix of this variable section beam is derived based on principle of virtual displacement.
Keywords:variable section beam  displacement model  rational function  stiffness matrix  
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号